KR20040034292A - Tunnel structure carried out by double construction method using corrugated steel plate - Google Patents
Tunnel structure carried out by double construction method using corrugated steel plate Download PDFInfo
- Publication number
- KR20040034292A KR20040034292A KR1020020064798A KR20020064798A KR20040034292A KR 20040034292 A KR20040034292 A KR 20040034292A KR 1020020064798 A KR1020020064798 A KR 1020020064798A KR 20020064798 A KR20020064798 A KR 20020064798A KR 20040034292 A KR20040034292 A KR 20040034292A
- Authority
- KR
- South Korea
- Prior art keywords
- corrugated steel
- steel sheet
- tunnel
- concrete
- steel plate
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 73
- 239000010959 steel Substances 0.000 title claims abstract description 73
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 44
- 230000009977 dual effect Effects 0.000 claims description 2
- 230000007774 longterm Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 230000007613 environmental effect Effects 0.000 abstract 1
- 230000006641 stabilisation Effects 0.000 abstract 1
- 238000011105 stabilization Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 10
- 238000009412 basement excavation Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 3
- 235000015149 toffees Nutrition 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- -1 formwork Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
- E21D11/20—Special cross- sections, e.g. corrugated
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/003—Linings or provisions thereon, specially adapted for traffic tunnels, e.g. with built-in cleaning devices
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/15—Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
본 발명은 파형강판을 이용한 이중공법으로 시공한 터널구조에 관한 것으로서, 더욱 상세하게는 파형강판의 장점인 시공성과 안정성을 이용하여 터널 또는 통수로 암거를 시공한 구조에 관한 것이다.The present invention relates to a tunnel structure constructed by a double construction method using a corrugated steel sheet, and more particularly, to a structure in which a tunnel or a water channel culvert is constructed using the construction and stability which are advantages of the corrugated steel sheet.
일반적으로 파형강판을 재료로 한 원통형의 구조물이나 하천의 배수관 등이 사용되고 있다. 이와 같은 파형강판은 금속판에 파형의 굴곡을 성형하여 형상강도를 높인 것으로, 여타 콘크리트 제품에 비해 사용이 간편하고 제조비용이 저렴한 장점이 있어 이를 이용한 도로건설에 사용할 수 있도록 기술개발에 많은 연구와 투자가 진행되고 있다.Generally, a cylindrical structure made of corrugated steel sheet or a drain pipe of a river is used. The corrugated steel sheet is a shape of the corrugated sheet metal to increase the shape strength, and compared with other concrete products, it is easy to use and low in manufacturing cost. Is going on.
또한, 통상 터널을 굴착하기 위해서는 터널상부의 토피층이 어느 정도 두께이상 되어야 아치 작용에 의해 붕괴되지 않고 터널을 건설할 수 있다. 그러나, 지형 조건상 터널의 입출구나 계곡부의 토피가 얕은 구간에서 불가피하게 터널을 건설하여야 하는 경우가 있어 이렇게 토피가 얕은 지역은 지반 자체가 견고하지 못하므로 아치 작용을 할 수 없다. 이러한 경우의 터널은 개착식 터널 공법으로 터널을건설할 수밖에 없었다.In addition, in order to excavate the tunnel, the toffee layer on the upper part of the tunnel must be thicker than a certain thickness so that the tunnel can be constructed without collapsing by the arching action. However, due to the topographical conditions, the tunnels must be constructed in a shallow area of entry and exit of the tunnel, so the shallow toffee area cannot be arched because the ground itself is not strong. In this case, the tunnel had no choice but to construct the tunnel by the open tunnel method.
또한, 철근 콘크리트암거는 주위 성토체와 이질적인 강성체, 휨지배구조 및 함형구조로 구조물 뒷채움부 침하로 인한 평탄성이 불량해지는 문제점이 있었다. 또한, 광폭도로나 사각이 큰 경우 혹은 성토고가 높은 경우 장대통로암거 발생시 상호교행 불가능으로 통행에 불편을 줌으로 민원이 발생되는 문제점과 콘크리트, 거푸집, 동바리, 철근자재 등으로 공사비의 증가와 시공기간이 길어지고 공정이 복잡해지는 문제점이 있었다.In addition, the reinforced concrete culvert has a problem in that the flatness due to settlement of the back fill portion of the structure by the heterogeneous rigid body, heterogeneous rigid body, flexural control structure, and the shape structure. In the case of wide roads or blind spots, or high tonal heights, it is impossible to cross-walk when a long passage culvert occurs, causing inconveniences in the passage of civil complaints, and increasing construction costs and construction periods due to concrete, formwork, copper bars, and reinforcing materials. There was a problem that this lengthened and complicated process.
또한, 종래의 통로암거는 측벽 및 상부가 곡선으로 처리되어 기존 철근콘크리트 암거보다 내공 단면력이 증가되고 측방여유 및 미관이 우수하나, 공간활용에 비효율적이고 내부면이 굴곡 되어져 터널내의 배기가스 배출이 안되어 부식과 통행자에게 건강을 해칠 위험성이 큰 문제점이 있었다.In addition, the conventional passage culverts are treated with curved side walls and upper portions, so that the internal cross-sectional force is increased and the side margins and aesthetics are superior to those of the existing reinforced concrete culverts. There was a great problem of corrosion and danger to the health of the passersby.
또한, 터널에 사용시 터널상부의 토피층이 어느 정도 두께이상 되어야 아치 작용에 의해 붕괴되지 않고 터널을 건설할 수 가 없을 시, 짧은 터널을 사용시 그 상부에 파형강판을 시공하고 그 상부에 콘크리트를 타설하는 시공은 비용과 시간과 중량을 고려해야 하는 시공상 및 설계상 문제점이 내포되어 있다.In addition, when used in tunnels, when the toffee layer on the upper part of the tunnel is not more than a certain thickness, it is not collapsed by arching action and the tunnel cannot be constructed. When using a short tunnel, install corrugated steel on the upper part and cast concrete on the upper part. The construction involves the problems of construction and design which must consider cost, time and weight.
따라서, 종래의 문제점을 해결하기 위해 안출한 것으로 본 발명의 목적은 시공성과 안정성을 이용하여 터널 또는 통수로 암거를 시공시 2중 구조를 갖는 파형강판을 이용하여 시공한 터널구조를 제공하는 데 있다.Accordingly, an object of the present invention is to provide a tunnel structure constructed by using a corrugated steel sheet having a double structure when constructing a tunnel or channel passage using construction and stability. .
본 발명의 다른 목적은 타형강판의 장점이자 단점이 굴곡진 구조로 이루어져 자동차배기가스의 배출로 인한 내부 부식을 억제하고, 터널내의 청정한 환경을 갖도록 시공한 터널구조를 제공하는 데 있다.Another object of the present invention is to provide a tunnel structure that has the advantages and disadvantages of the other steel plate is made of a curved structure to suppress the internal corrosion caused by the exhaust of automobile exhaust gas, and to have a clean environment in the tunnel.
본 발명의 이루고자하는 목적은 파형강판을 이용한 터널공법에 있어서, 양날개면이 2중 구조로 형성된 기초 콘크리트구조물를 시공하고, 상기 2단 날개의 양상단면에 파형강판을 시공하되 배수로와, 샌드위치구조의 고정지지시트로 고정하고 터널내에 공기순환이 이루어지도록 배기가스 배출구를 구현한 터널건설구조를 달성하였다.The object of the present invention is to construct a base concrete structure having a double-winged double structure in the tunnel method using a corrugated steel sheet, and to install a corrugated steel sheet on the side surface of the two-stage wing, but the drainage and fixing the sandwich structure The tunnel construction structure was implemented by fixing the supporting sheet and implementing the exhaust gas outlet to allow air circulation in the tunnel.
도 1은 본 발명의 바람직한 실시예의 파형강판을 이용하여 이중공법으로 시공한 터널구조를 도시한 단면도,1 is a cross-sectional view showing a tunnel structure constructed by a double method using a corrugated steel sheet of a preferred embodiment of the present invention,
도 2는 본 발명의 다른 실시예의 파형강판을 이용한 이중공법으로 시공한 터널구조의 "A"부분을 도시한 상세도,Figure 2 is a detailed view showing the "A" part of the tunnel structure constructed by the double method using a corrugated steel sheet of another embodiment of the present invention,
도 3은 본 발명의 실시예의 파형강판과 고정지지시트의 결합부를 도시한 단면도,3 is a cross-sectional view showing a coupling portion of the corrugated steel sheet and the fixed support sheet of the embodiment of the present invention,
도 4는 본 발명의 실시예의 2중 구조의 파형강판을 결합한 구조 및 배기가스 배출구를 도시한 단면도,4 is a cross-sectional view showing a structure and an exhaust gas outlet in which a corrugated steel sheet having a dual structure according to an embodiment of the present invention is combined;
도 5는 본 발명의 실시예의 파형강판을 이용한 이중공법으로 시공한 터널구조의 배기 가스배출을 위한 송풍기를 도시한 사용 상태도이다.5 is a state diagram showing a blower for exhaust gas discharge of the tunnel structure constructed by the double-hole method using the corrugated steel sheet of the embodiment of the present invention.
* 도면의 주요부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings
10 : H형 빔 20 : 고정앙커10: H beam 20: fixed anchor
30 : 고정지지시트 40 : U 배수로30: fixed support sheet 40: U drainage
50 : 배수구 60 : 1단구조의 콘크리트구조물50: drainage port 60: concrete structure of 1-stage structure
70 : 2단구조의 콘크리트구조물70: two-stage concrete structure
80 : 관통구 90 : 고정 너트 및 볼트80 through hole 90 fixing nut and bolt
100 : 콘크리트구조물 110 : 송풍기100: concrete structure 110: blower
이하, 본 발명의 실시예를 들어 파형강판을 이용한 이중공법으로 시공한 터널구조를 구체적으로 설명하고자 한다.Hereinafter, an embodiment of the present invention will be described in detail a tunnel structure constructed by a double method using a corrugated steel sheet.
도 1내지 도 5에 도시한 본 발명은 상단에 뒷채움재와 내측면을 옹벽처리하여 기초 바닦면에 파형강판을 시공한 터널구조에 있어서,In the present invention shown in Figures 1 to 5 in the tunnel structure constructed a corrugated steel plate on the base floor surface by the retaining wall treatment of the backfill material and the inner surface at the top,
상기의 내측면의 기초콘크리트에 연계되어 이중 파형강판(P)이 시공되도록 건설한 콘크리트구조물(100)과; 상기 콘크리트구조물의 1단 구조의 콘크리트구조물(60) 양상단면에 파형강판(P)을 시공하되, 상기 콘크리트구조물에 내설한 H형 빔(10)에 파형강판을 고정하도록 고정지지시트(30, 30')를 양측면에 삽입고정하여 설치한 반원형의 아치형 파형강판구조물(P)과; 상기 콘크리트구조물의 2단 구조의 콘크리트구조물(70) 양상단면에 파형강판(P)을 시공하되 콘크리트구조물에 내설한 H형 빔(10)에 파형강판을 고정하도록 고정지지시트(30,30')를 양측면에 삽입 고정하여 설치한 반원형의 아치형 파형강판구조물(P)과; 상기 반원형의 아치형 파형강판구조물내의 강판 골에 다수의 배출 관통구(80)를 형성하고, 터널내의 공기를 배출하도록 파형강판 내에 송풍기(110)를 내설하여 시공한 특징이 있다.A concrete structure (100) constructed to be connected to the foundation concrete of the inner surface to construct a double corrugated steel sheet (P); The corrugated steel sheet (P) is installed on the concrete cross section of the concrete structure 60 of the first stage structure of the concrete structure, and the fixed support sheets 30 and 30 to fix the corrugated steel sheet to the H-beam 10 in the concrete structure. Semicircular arc-shaped corrugated steel sheet structure (P) installed by inserting and fixing ') at both sides; Fixing sheet (30, 30 ') to fix the corrugated steel plate to the H-beam (10) installed in the concrete structure while constructing the corrugated steel (P) on the side surface of the concrete structure 70 of the two-stage structure of the concrete structure Semicircular arcuate corrugated steel sheet structure (P) installed by inserting and fixed to both sides; A plurality of discharge through holes 80 are formed in the steel plate valley in the semicircular arcuate corrugated steel sheet structure, and the blower 110 is installed in the corrugated steel sheet to discharge the air in the tunnel.
상기와 같은 특징의 본 발명을 실시함에 있어서, 터널 건설지점에 상부 반단면을 굴착할 때 최소한의 규모만 굴착할 수 있도록 하되 굴착되는 부분의 양측지점에 H파일을 이용한 토류벽을 수직하게 설치하고 직각으로 시공하도록 건설하는 것이 바람직하나 현장의 여건에 따라 토류벽을 설치하도록 시공된다.In the practice of the present invention as described above, when excavating the upper half-section at the tunnel construction site, it is possible to excavate only the minimum size, but the earth wall using the H pile is installed vertically at both sides of the excavated portion and installed at right angles. It is preferable to construct such a construction, but it is constructed to install the earth wall according to the conditions of the site.
또한, 본 발명의 파형강판을 이용하여 이중공법으로 시공한 터널은 최소한의 상부 반단면 굴착부만 확보하여도 터널공사를 진행하는데 아무런 문제가 없으며, 상기와 같이 토류벽을 형성하면서 토사층을 직각으로 개착하는 것은 토사의 굴착량 및 굴착부의 폭을 줄여서 자연 환경파괴를 최소화하고 빠른 원상복구가 이루어지도록 하기 위한 것은 파형강판을 이용한 시공방법의 최대한의 장점이다.In addition, the tunnel constructed by the double construction method using the corrugated steel sheet of the present invention does not have any problem in proceeding with the tunnel construction even if the minimum upper half-section excavation is secured, and the soil layer is attached at right angles while forming the earth wall as described above. In order to reduce the excavation amount of the soil and the width of the excavation part, it is the best advantage of the construction method using the corrugated steel sheet to minimize the destruction of the natural environment and to achieve the quick restoration.
다음, 상기 토류벽을 설치하고, 저면에 기초 콘크리트를 타설하여 콘크리트구조물(100)을 시공하되 상기 콘크리트구조물의 양측면에 1단구조의 콘크리트구조물(60)과 2단구조의 콘크리트구조물(70) 즉, 양날개면을 형성하여 2중 구조를 갖는 파형강판(P)을 시공하도록 구성하였다.Next, the earth wall is installed, and the foundation concrete is laid on the bottom surface to construct the concrete structure 100, but the concrete structure 60 and the two-stage concrete structure 70 of one-stage structure on both sides of the concrete structure, that is, The double wing surface was formed to construct a corrugated steel sheet P having a double structure.
도 3에 도시한 바와 같이 상기 파형강판을 시공시에 파형강판이 착설 지지되도록 H형 빔(10)을 수평으로 내설하고 그 홈에 파형강판(P)을 착설하되 다수의 골이 일률적으로 형성된 면을 양측면에서 샌드위치식 고정으로 고정지지시트(30)를 삽입한 후, 다수의 고정 너트 및 볼트(90)를 삽입하여 고정시키도록 하였다.As shown in FIG. 3, the H-shaped beam 10 is installed horizontally so that the corrugated steel sheet is installed and supported at the time of constructing the corrugated steel sheet, and the corrugated steel sheet P is installed in the groove, but a plurality of bones are uniformly formed. After the fixed support sheet 30 is inserted into the sandwich-type fixing on both sides, a plurality of fixing nuts and bolts 90 are inserted and fixed.
또한, 상기 고정지지시트는 수직방향으로 H형 빔(10)에 수직방향의 고정앙커(20)로 고정하여 기초부를 고정하도록 하였다.In addition, the fixing support sheet is fixed to the H-beam 10 in the vertical direction by a fixing anchor 20 in the vertical direction to fix the base portion.
다음, 도 2에 도시한 바와 같이 상기 2단 구조의 콘크리트 구조물(100)은 이중 파형강판 내에 습기와 장기간 사용시 발생되는 침출수를 배출하되 파형강판 고정부에 침출수가 쉽게 접하지 않도록 2단구조의 콘크리트구조물사이에 "∪"형 배수로(40)를 형성하고, 일측 저면으로 침출수가 배수되도록 배수구(50)를 시공한 특징이 있다.Next, as shown in FIG. 2, the two-stage concrete structure 100 discharges the leachate generated during long-term use with moisture in the double corrugated steel sheet, but does not easily contact the leached water in the corrugated steel plate fixed portion. Forming a "∪" -type drainage path 40 between the structures, there is a feature that the drain port 50 is constructed so that the leachate is drained to one side.
또한, 도 3과 도 5에 도시한 바와 같이 2중 구조를 갖도록 파형강판을 시공하되 파형강판(P)의 다수의 골부분에 배출 다수의 관통구(80)를 형성하여 터널내의 배기가스를 원활히 배출하도록 하되 강제식 송풍방식으로 송풍기(110)를 내설하여 터널 외부로 연결된 배출구로 배출하도록 시공하였다.In addition, as shown in Figures 3 and 5 to construct a corrugated steel sheet to have a double structure, a plurality of through-holes (80) to be discharged in a plurality of valleys of the corrugated steel sheet (P) to smooth the exhaust gas in the tunnel The exhaust fan 110 was installed by a forced blow method but was discharged to an outlet connected to the outside of the tunnel.
본 발명의 다른 실시예로 도 4에 도시한 바와 같이 파형강판과 파형강판을 다수의 볼트 및 너트로 고정하도록 시공하여 견고성을 극대화시켰다.As another embodiment of the present invention as shown in Figure 4 by constructing the corrugated steel plate and corrugated steel plate fixed with a plurality of bolts and nuts to maximize the robustness.
상기와 같이 구성된 본 발명의 파형강판을 이용하여 이중공법으로 시공한 터널구조의 작용을 상세히 설명한다.Using the corrugated steel sheet of the present invention configured as described above will be described in detail the operation of the tunnel structure constructed by the double method.
터널 또는 긴 통수로암거 설계시 그 지층과 여건에 따라 콘크리트구조물을 사용할 수 없는 시공의 여건을 획기적으로 개선하여 하중의 강도를 최대화시키고, 공기기간을 단축시키도록 하되, 기초콘크리트를 타설시 양측면에 2단구조의 콘크리트 구조물을 거푸집으로 기초틀을 시공하도록 하였다.When designing tunnels or long channel culverts, the construction conditions where concrete structures cannot be used in accordance with the layers and conditions can be dramatically improved to maximize the strength of the load and shorten the air period. Two-stage concrete structure was used to form the foundation frame with formwork.
다음, 양측 2단구조의 콘크리트구조물 양상단면에 H형 빔(10)을 착설하여 안착하고, H형 빔(10) 홈에 파형강판 기초부를 샌드위치 결합방식으로 조립설치하되 다수의 골구조를 형성한 고정지지시트(30,30')를 끼워 고정 너트 및 볼트(90)로 고정하도록 시공하였다.Next, the H-beam 10 is installed on the side surface of the concrete structure of the two-stage two-stage structure, and the base of the corrugated steel sheet is assembled in the groove of the H-beam 10 by sandwich coupling method, but a plurality of bone structures are formed. The fixing support sheets 30 and 30 'were installed to fix with fixing nuts and bolts 90.
상기와 같은 방식으로 1,2단 콘크리트구조물에 파형강판(P)을 고정하고, 상기 파형강판내에 발생되는 습기와 침출수를 배출할 수 있도록 콘크리트 구조물의 양 날개구조물 사이에 U형 배수로(40)를 시공하고 일측면에 배수구(50)를 형성하여 외부로 배출하도록 시공하였다.The corrugated steel sheet (P) is fixed to the first and second stage concrete structures in the same manner as described above, and the U-shaped drainage passage 40 between the wing structures of the concrete structure to discharge the moisture and leachate generated in the corrugated steel sheet. Constructed and formed to discharge to the outside by forming a drain port 50 on one side.
또한, 터널내에 발생되는 배기가스를 별도를 송풍기를 돌출시키지 않고 파형강판 사이 또는 터널의 전/후방에 송풍기를 내설하여 터널내의 공기가 파형강판의 관통구(80)를 통하여 외부로 배출되도록 시공하였다.In addition, the exhaust gas generated in the tunnel was installed inside the corrugated steel sheet or in the front / rear of the tunnel without protruding the blower so that the air in the tunnel was discharged to the outside through the through hole 80 of the corrugated steel sheet. .
예컨대, 본 발명의 파형강판을 이용한 이중공법으로 시공한 터널구조를 상세히 설명하나 본 발명의 권리범위는 이에 한정되지 않으며 본 발명의 기술적 사상의 범위 내에서 구조 등은 얼마든지 치환 또는 변형이 가능하다는 것이 당업자에게 명백히 이해될 것이고 이 또한 본 발명의 권리범위에 속함은 물론이다.For example, the tunnel structure constructed by the duplex method using the corrugated steel sheet of the present invention will be described in detail, but the scope of the present invention is not limited thereto, and structures and the like may be substituted or modified as much as possible within the scope of the technical idea of the present invention. It will be apparent to those skilled in the art that this also belongs to the scope of the present invention.
이상 설명한 바와 같이, 본 발명의 파형강판을 이용한 이중공법으로 시공한 터널구조는 토사의 굴착량 및 굴착부의 폭을 줄여서 자연 환경파괴를 최소화하고빠른 원상복구가 이루어지도록 하되 하중강도를 극대화시키고, 장시간 사용시 발생되는 침출수 등이 터널 내로 떨어지지 않도록 별도의 배수로를 시공한 효과가 있다. 또한, 터널 내에 발생되는 자동차 배기가스 등을 별도의 돌출형 송풍기로 설치 시공하지 않아 미관상 아름다우며; 안정을 극대화시킨 뛰어난 터널구조건설로 도로건설산업상 매우 유용한 발명인 것이다.As described above, the tunnel structure constructed by the double construction method using the corrugated steel sheet of the present invention minimizes the destruction of the natural environment by reducing the excavation amount of the earth and the width of the excavation portion, and allows rapid restoration of the original environment, but maximizes the load strength, and for a long time There is an effect of constructing a separate drainage so that leachate generated during use does not fall into the tunnel. In addition, since the vehicle exhaust gas generated in the tunnel is not installed by a separate projecting blower, it is beautiful in appearance; It is a very useful invention for the road construction industry with excellent tunnel structure construction that maximized stability.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2002-0064798A KR100538888B1 (en) | 2002-10-23 | 2002-10-23 | Tunnel structure carried out by double construction method using corrugated steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2002-0064798A KR100538888B1 (en) | 2002-10-23 | 2002-10-23 | Tunnel structure carried out by double construction method using corrugated steel plate |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2002-0030858U Division KR200300993Y1 (en) | 2002-10-16 | 2002-10-16 | Tunnel structure carried out by double construction method using corrugated steel plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20040034292A true KR20040034292A (en) | 2004-04-28 |
| KR100538888B1 KR100538888B1 (en) | 2005-12-27 |
Family
ID=37333641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2002-0064798A KR100538888B1 (en) | 2002-10-23 | 2002-10-23 | Tunnel structure carried out by double construction method using corrugated steel plate |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR100538888B1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100719883B1 (en) * | 2006-11-17 | 2007-05-18 | 주식회사 진우엔지니어링 | Drainage of tunnels |
| CN111779512A (en) * | 2020-06-29 | 2020-10-16 | 中铁第一勘察设计院集团有限公司 | Method for constructing tunnel structure |
| WO2021012678A1 (en) * | 2019-07-24 | 2021-01-28 | 南京联众工程技术有限公司 | Corner connection structure for pipeline or container having box-shaped steel corrugated plate structure |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101599811B1 (en) * | 2015-06-03 | 2016-03-04 | 평산에스아이 주식회사 | Joint structure for corrugated steel plate and construction method thereof |
| KR101620515B1 (en) * | 2015-07-30 | 2016-05-12 | 평산에스아이 주식회사 | Tunnel structure using joint structure for corrugated steel plate and construction method thereof |
| KR101629291B1 (en) * | 2015-09-15 | 2016-06-21 | 평산에스아이 주식회사 | Construction method for tunnel using corrugated steel plate |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3763951B2 (en) * | 1997-10-15 | 2006-04-05 | Ｊｆｅ建材株式会社 | Basic structure of arch-like structure made of square wave plates |
| KR200246947Y1 (en) * | 2001-04-03 | 2001-10-29 | 한국도로공사 | Structure of culvert using corrugated steel plate |
-
2002
- 2002-10-23 KR KR10-2002-0064798A patent/KR100538888B1/en active IP Right Grant
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100719883B1 (en) * | 2006-11-17 | 2007-05-18 | 주식회사 진우엔지니어링 | Drainage of tunnels |
| WO2021012678A1 (en) * | 2019-07-24 | 2021-01-28 | 南京联众工程技术有限公司 | Corner connection structure for pipeline or container having box-shaped steel corrugated plate structure |
| CN111779512A (en) * | 2020-06-29 | 2020-10-16 | 中铁第一勘察设计院集团有限公司 | Method for constructing tunnel structure |
| CN111779512B (en) * | 2020-06-29 | 2022-05-10 | 中铁第一勘察设计院集团有限公司 | Method for building tunnel structure |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100538888B1 (en) | 2005-12-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20060070803A1 (en) | Prestressed scaffolding system | |
| KR100313720B1 (en) | Composite Underground Structure Construction Method | |
| JP2007308995A (en) | Under path and construction method for the same | |
| KR100538888B1 (en) | Tunnel structure carried out by double construction method using corrugated steel plate | |
| CN212153472U (en) | Underground continuous wall water stop structure | |
| KR20000058237A (en) | Underground construction method using permanent structural members as temporary struts | |
| KR200300993Y1 (en) | Tunnel structure carried out by double construction method using corrugated steel plate | |
| JP2004285711A (en) | Construction method for enlarged tunnel | |
| KR100882127B1 (en) | Construction method for installation escalator of subway outside entrance | |
| JP3641227B2 (en) | Construction method of underground structure | |
| JP2973815B2 (en) | Construction method of pressure-resistant wall under the building | |
| KR100442690B1 (en) | Tunnel Construction Method for using Wave Profile Type Steel Plate | |
| KR101809554B1 (en) | Structure using key-block and sheetfile | |
| KR200241025Y1 (en) | Tunnel Construction Structure for using Wave Profile Type Steel Plate | |
| CN116378677B (en) | Tunnel construction method and tunnel structure of full-span filling karst cave section | |
| KR100515971B1 (en) | Soil retaining method using H-pile having large section | |
| KR200231108Y1 (en) | Tunnel Construction Structure for using Wave Profile Type Steel Plate | |
| RU2250962C2 (en) | Tunnel | |
| KR200311976Y1 (en) | Structure about center wall of three arch tunnel excavation method and steel sheeting | |
| JP2003239316A (en) | Underground structure | |
| JP2004124554A (en) | Basement structure | |
| RU2281361C2 (en) | Building foundation reinforcing structure | |
| JPS63537A (en) | Construction work of underground structure | |
| KR100999410B1 (en) | Assembled wale beam and construction method of underground structure using the same | |
| KR20110070404A (en) | Eco-friendly breast wall for construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A108 | Dual application of patent | ||
| A201 | Request for examination | ||
| E902 | Notification of reason for refusal | ||
| E701 | Decision to grant or registration of patent right | ||
| GRNT | Written decision to grant | ||
| FPAY | Annual fee payment |
Payment date: 20121129 Year of fee payment: 8 |
|
| FPAY | Annual fee payment |
Payment date: 20131127 Year of fee payment: 9 |
|
| FPAY | Annual fee payment |
Payment date: 20141201 Year of fee payment: 10 |
|
| FPAY | Annual fee payment |
Payment date: 20151102 Year of fee payment: 11 |
|
| FPAY | Annual fee payment |
Payment date: 20181029 Year of fee payment: 14 |
|
| FPAY | Annual fee payment |
Payment date: 20191126 Year of fee payment: 15 |